Investigating pozzolanic glass waste's role in reinforcing ultra-high-performance concrete beams for enhanced sustainability
International Journal of Building Pathology and Adaptation
ISSN: 2398-4708
Article publication date: 19 July 2024
Abstract
Purpose
This study aims to address sustainability challenges in construction by exploring the structural performance and environmental benefits of incorporating pozzolanic waste glass (WG) into ultra-high-performance reinforced concrete (UHPRC) beams.
Design/methodology/approach
A comprehensive evaluation of UHPRC beams was conducted, incorporating varying ratios (10%, 20% and 30%) of WG powder alongside a consistent 0.75% inclusion of basalt fiber. The investigation encompassed the entire UHPRC production process, including curing, casting and molding, while evaluating workability and physical properties. Furthermore, the environmental impact, particularly CO2 emissions associated with UHPRC mixture components, was also assessed. Type K thermocouples were employed to analyze temperature dynamics during fabrication, providing valuable insights.
Findings
The findings demonstrate positive implications for using pozzolanic WG as a cement substitute in UHPRC beams.
Originality/value
This research stands out for its unique focus on the combined effects of incorporating recycled pozzolanic glass waste on the structural performance and environmental footprint of UHPRC beams.
Keywords
Citation
Neamat, S.D., Haido, J.H. and Wardeh, G. (2024), "Investigating pozzolanic glass waste's role in reinforcing ultra-high-performance concrete beams for enhanced sustainability", International Journal of Building Pathology and Adaptation, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/IJBPA-11-2023-0178
Publisher
:Emerald Publishing Limited
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